HomeMy WebLinkAboutAPPROVED NOA, Installation Instructions left hand outswing impact door (1)II1� MASONITE.
WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED,
2. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS, BUT IS REQUIRED ON SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING:
SELF IGNITION TEMP
ATD1929
740 T > 650 'F
RATE OF BDRNING
ASTM D675
0.77 IN MIN
SMOKE DENSTIY
ASTM D2843
1 13.4%
TENSILE STRENGTH-
I ASTM D638
1 7.1% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD I
149" MAX. OVERALL FRAME WIDTH
21" MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
Ll
2 j,1 O ZZZ
� a
DOUBLE DOOR UNIT W/SIDELITES
■I ■ ■ I■' I�' I■I � I■I '�■I ■I I■.
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15R OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
BUMPER 0 S
Z-SERIES O S
HIGH
DA.
S0
HP0BMP CIS
37.5
+700 -0.0
+700 -70
NA
+20.0 -20.0
+300 0
0
+0.O
0-50.0
XX%
74
-55.0
N
A
.
+..
.,
N A
N A
or XO
75
0+5
+55
EEENOX
A
+202
0.0+0.0
3..
00
+50.0-0
N A
N A0
OXO
112.5
5.0
55
+20.0 =20.0
+30.0 -30
N/A
OXXO
149
+5.0
555
00
+300 -30.0
I — In -50.0
I N/A
N/A
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
O
� � O
0 ci� J
Ln
¢ 3 O
ZaU
HW- LoU
L
co
eri S N.T.S.
� e* SWS
cn«. fir:
KURT BALTHAZOR WUvlixc No.:
FLORIDA P.E. DWG-MA-FL0211
#56533
Sl _L OF 3
ax DO
$oo
rn is
� J
L
Ln o
CD
0O Q
n IL
;EE DETAIL
C' g�
w
3" I— 3 3" 3' — 3 6" 6 0 p
6" SEE DETAIL 6" #8 x 2"
'F"
ASTRAGAL RETAINER BOLT HOLE
#8 x 2' #10 x 5/8" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#10 x 5/ ATTA
8" E!! ig� STRUCTURE DEEP ENOUGH
#8 x 2" FOR A 1.375" THROW
#10 x 2-1/2" #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL
0 CH ASTRAGAL RETAINER BOLT
#10 x I" STRIKE PLATE TO FRAME
#10 x ;/.q AS SHOWN.
m
o w a
w
a i SEE DETAIL
va 'D'
a �
B w
rc o N
o � vi
Z
a G
io 4--
2
3' I
6' SEE DETAIL
3' E' 3"
n
SEE DETAIL
'C'
I I I
16' 1 6'
6" 6"
3"
I I I
—
B
Oq
A
—
B
6'
6' 3'
6'
DETAIL "D"
DETAIL "C"
1
1
1.375'
0.s62"`
c=W-11
1.437"
T
T
T
INSWING THRESHOLD
BUMPER O/S THRESHOLD
T4 O/S THRESHOLD
1.462'
1.75" 1.047'
1.437"
T
T
T
Z—SERIES 0/S THRESHOLD
HIGH DAM O/S THRESHOLD
HP O/S THRESHOLD
w
HOT MELT
ELlSTOMER--'�,, / a
f #8 % 1-1/2" f115
HOT MELT 1/2' BITE Ad*An to NAY Z
EIASTOMER 7.•�'
RW., uvE: 5 26 17
EL?E= 1MlEBI06 DleBlYbRe� sri c N.T.S.
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
dUM1NG NO.:
SEE DETAIL 3. c
"E" SHT. 2
I.
n
v> �
SEE DETAIL
"C" SHT. 2
A �
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
"D' SHT. 2
0
1.25" A
_ 0..25•
SHIM
CL — I—
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
6.3 I 1 43 6
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES.
F
1AlIN
� ,
SHIM
CL —I
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1"Xla- CORRUGATED
3" PROM EACH END
AND 7' OC
#10X2' WOOD SCREW
6' FROM EACH END
AND 12OC
I
ATX
LATEX
CAULK
ACRYLIC
I
CL
COMBINATION WOOD
I
COMBINATION WOOD
MULLION (BOXED)
MULLION (BOXED)
13�OOD SCREWS•
EACH END
INTEGRAL WOOD
MULLION (CHS)
owe ar: SWS
a¢ Wr
orAwRa Na:
DWG-MA-RA211-17